thermobond - Eagle County

Transcription

BUILDING EXTERIOR
BUFF
OZARK
GREY
OTHER
PROJECT
EAGLE COUNTY
JOB NO.
1212-960
SITE NAME
COOLEY MESA, CO
SIZE
10'W. OD X 16'L. OD X 9'H. ID
DRAWING TITLE
DRAWING NUMBER
DRAWING INDEX_______________________________ AGB9065 PAGE 1 OF 11
NOTES SHEET__________________________________ AGB9065 PAGE 2 OF 11
BILL OF MATERIALS____________________________ AGB9065 PAGE 3 OF 11
INTERIOR LAYOUTS____________________________ AGB9065 PAGE 4 OF 11
ELEVATION VIEWS_____________________________ AGB9065 PAGE 5 OF 11
ELECTRICAL PANEL____________________________ AGB9065 PAGE 6 OF 11
ALARM PANEL_________________________________ AGB9065 PAGE 7 OF 11
BUILDING CONSTRUCTION DETAILS_____________ AGB9065 PAGE 8 OF 11
BUILDING INTEGRATION DETAILS______________ AGB9065 PAGE 11 OF 11
BUILDING SKID ASSEMBLY_____________________ 15B1016 PAGE 1 OF 2
GROUNDING PLATE DETAIL_____________________ 15B1016 PAGE 2 OF 2
BUILDING FOUNDATION ASSEMBLY_____________ P15B1016 PAGE 1 OF 1
12/31/14
1
THIS DRAWING CONTAINS
PROPRIETARY INFORMATION OF
THERMOBOND BUILDINGS, LLC. IT IS
INTENDED SOLELY FOR THE
INFORMATION AND USE OF PARTIES
OPERATING AND MAINTAINING THE
EQUIPMENT DESCRIBED HEREIN AND
MAY NOT BE USED, REPRODUCED OR
DISCLOSED TO ANY OTHER PARTIES
FOR ANY OTHER PURPOSE WITHOUT
THE EXPRESSED WRITTEN PERMISSION
OF THERMOBOND BUILDINGS, LLC.
THERMOBOND
USAGE_________________
________UNMANNED SHELTER
CONSTRUCTION TYPE___
_______________________VB
OCCUPANCY GROUP____
________________________S-2
STORIES________________
___________________________1
BASIC WIND SPEED_____
_________100 MPH 3 SEC GUST
FLOOR LOAD___________
_______________________200 PSF
ROOF LOAD____________
__________________________65 PSF
FLOOR AREA___________
___________________160 SQ.FT.
BUILDING HEIGHT______
______________________10'-10"
SEISMIC DESIGN________
______________________CAT D
WIND EXPOSURE_______
________________________CAT C
BUILDINGS
CODES:
2012 INTERNATIONAL BUILDING CODE (IBC)
2012 INTERNATIONAL MECHANICAL CODE (IMC)
2012 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)
2011 NATIONAL ELECTRICAL CODE (NEC)
NOTES:
PFS LABEL TO BE LOCATED ON INSIDE COVER OF MAIN BREAKER PANEL. DATA PLATE
TO BE LOCATED ON OUTSIDE COVER OF MAIN BREAKER PANEL. STATE OF CO INSIGNIA
TO BE LOCATED ON OUTSIDE OF DOOR ABOVE PASSAGE.
NONE
8/7/13
DJO
1212-960
DRAWING INDEX
EAGLE COUNTY
AGB9065
PAGE 1 OF 11
ITEMS SHIPPED LOOSE
1. HOLD DOWN PLATES, WASHERS, AND NUTS
CONSTRUCTION NOTES
1. FLOOR TO HAVE 2X4 JOISTS ON 16" CENTERS
2. FLOOR TO HAVE R-11 FIBERGLASS INSULATION
3. WALLS TO HAVE 2X4 STUDS ON 16" CENTERS
4. WALLS TO HAVE R-11 FIBERGLASS INSULATION
5. ROOF TO HAVE 2X6 JOISTS ON 16" CENTERS
6. ROOF TO HAVE R-19 FIBERGLASS INSULATION
7. ROOF TO BE CDX PLYWOOD
8. PERIMETER SKID TO BE PAINTED WITH BROWN RUST PREVENTATIVE PAINT
ELECTRICAL NOTES
1. ALL WIRING SHALL BE IN ACCORDANCE WITH THE 2011 NATIONAL ELECTRIC CODE.
2. ALL ELECTRICAL MATERIALS SHALL BE U.L. LISTED AND CLASSIFIED AS SUITABLE FOR THE
PURPOSE SPECIFIED.
3. ALL WIRING SHALL BE SURFACE MOUNTED IN A RACEWAY OR EMT CONDUIT USING APPROVED
CONNECTORS, COUPLINGS, AND CLAMPS, ALL CONDUIT SHALL BE ANCHORED IN PLACE AT
APPROXIMATELY EVERY 4 FT.
4. ALL WIRING SHALL BE A SOLID CONDUCTOR, THHN OR THWN COPPER, NO SMALLER THAN A #12.
5. ALL WIRE RUNS SHALL BE CONTINUOUS.
6. LOW VOLTAGE WIRE MAY BE STRANDED.
7. ALL WIRING SHALL BE TESTED AND INSPECTED PRIOR TO SHIPMENT.
8. GREEN GROUND CONDUCTORS SHALL BE RUN TO ALL OF THE BUILDINGS A/C POWERED
DEVICES. CONDUIT SHALL NOT BE USED AS THE SOLE SOURCE OF GROUND.
9. ALL ALARM DEVICES WIRING SHALL BE RUN IN ITS OWN CONDUIT TO THE ALARM CABINET.
10. ELECTRICAL CONDUIT COUPLERS WILL BE COMPRESSION TYPE FITTINGS.
INTEGRATION NOTES
1. R-56 GROUNDING:
HALO GROUND TO BE BARE #2 AWG.
HALO WILL HAVE A 4" SPARK GAP INSTALLED UNLESS OTHERWISE SPECIFIED OPPOSITE THE
ENTRANCE PORT.
METALLIC PANELS LARGER IN SIZE THAN A 4"X4" OUTLET BOX, DOOR FRAMES & HVAC GRILLES
WILL BE BONDED TO THE PERIMETER HALO GROUND WITH A GREEN #6 WIRE, C-TAP AND WITH
A TWO HOLE LUG.
LADDER RACK SECTIONS TO BE BONDED WITH #6 JUMPERS & BONDED TO MGB.
LIGHTS WILL BE BONDED
METALLIC CONDUIT THAT RUNS PARALLEL TO THE HALO CONDUCTOR SHALL BE BONDED AT
THE POINTS WHERE IT ENTERS TO WITHIN (6") OF THE HALO CONDUCTOR & AT THE POINT
WHERE IT TRANSITIONS AWAY FROM THE HALO CONDUCTOR.
BONDING LUG POSITIONS WILL BE ON THE SKID FOR BONDING OF HVAC, HOODS AND
ANYTHING FOR THE OUTSIDE. DOOR & ENTRANCE PORT WILL BE BONDED ON THE INSIDE OF
THE SHELTER.
LINEUP FEEDER OF #2 GREEN WILL BE RUN ALONG EACH CABLE LADDER LINEUP & BONDED TO
THE MGB.
LOCATIONS OF BONDED ITEMS ARE TO BE COMPRESSED TO ONE END OF THE SHELTER AS MUCH
AS POSSIBLE TO KEEP IMPEDANCE BETWEEN OBJECTS AS LOW AS POSSIBLE.
2. CABLE LADDER TO BE MOUNTED AT 7'-2" A.F.F.
REVISION LOG
DATE
12/27/14
DRAFTER
DJO
REVISION
MOVED WAVEGUIDE, DOOR, LIGHTS, SWITCHED TO B1447 AND PIERS
THERMOBOND
BUILDINGS
NONE
8/7/13
DJO
1212-960
NOTES SHEET
EAGLE COUNTY
AGB9065
PAGE 2 OF 11
THERMOBOND
BUILDINGS
NONE
8/7/13
DJO
1212-960
BILL OF MATERIALS FOR
10'W. OD X 16'L. OD X 9'H. ID BLDG.
EAGLE COUNTY
AGB9065
PAGE 3 OF 11
15'-143"
NOTES:
1. ALL CONDUIT SHOWN IS APPROXIMATE AND MAY NOT
REFLECT ACTUAL RUNS IN BUILDING
7'
6"
4'
2'
2'
3
18
16
2
1
6
14
19
20
5
10
6'
21
9'
POTENTIAL CUSTOMER
RACK LAYOUT
4'
2'-6"
22
10
1'-6"
8
9'-134"
17
7
9
9
9
12
8
2'-6"
1'-6"
11
23
24
LIGHTS TO BE MOUNTED ON UNISTRUT TO
ALLOW CONDUIT TO RUN UNDERNEATH
23
10
24
THERMOBOND
BUILDINGS
1/4" = 1'
8/7/13
DJO
2'
1212-960
INTERIOR LAYOUT FOR
EAGLE COUNTY
AGB9065
PAGE 4 OF 11
METAL ROOF EDGE
METAL ROOF EDGE
AGGREGATE EXTERIOR PANEL
1" GROUNDING
PENETRATION
3
1
13
8
15
METAL ROOF EDGE
METAL ROOF EDGE
8
8
BARD
BARD
8
4
THERMOBOND
BUILDINGS
1/4" = 1'
8/7/13
DJO
1212-960
EXTERIOR LAYOUT FOR
EAGLE COUNTY
AGB9065
PAGE 5 OF 11
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
19
18
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
39
38
41
42
UTILITY
MAIN BREAKER
W/ BONDING BUSHING
MANUAL
TRANSFER
SWITCH
MAIN
PANEL
20
GENERATOR
RECEPTACLE
WIRING SCHEMATIC
40
THERMOBOND
BUILDINGS
NONE
8/7/13
DJO
1212-960
LOAD CENTER
EAGLE COUNTY
AGB9065
PAGE 6 OF 11
ALARM BLOCK
1
2
DOOR
#22 SOLID
3
4
SMOKE
#22 SOLID
5
6
HIGH TEMP
#22 SOLID
7
8
LOW TEMP
#22 SOLID
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
NOTES:
1. PROVIDE A LABLE ON THE BLOCK COVER LISTING ALL ALARMS
AND TERMINAL LOCATIONS.
2. ALL ALARMS WIRED IN NORMALLY OPEN POSITION UNLESS NOTED.
3. BRIDGE CLIPS TO BE INSTALLED ON ALL TERMINATED ALARMS.
38
39
40
41
42
43
THERMOBOND
BUILDINGS
44
45
46
47
48
49
NONE
8/7/13
DJO
ALARM PANEL
50
1212-960
EAGLE COUNTY
AGB9065
PAGE 7 OF 11
3/4" CDX PLYWOOD NAILED
TO 2 X 4 W/.131" X 3" NAIL
45 MIL REINFORCED TPO ROOFING MEMBRANE
FULLY ADHERED WITH TPO BONDING
ADHESIVE TO PLYWOOD
WALLS ARE FASTENED IN
CORNERS WITH 3/8" X 6" LAG
BOLTS EVERY 24" O.C.
AGGREGATE CORNER PIECE
FASTENED W/#10 X 2 1/2"
S.S. SCREWS 12" O.C.
PAINTED ROOF EDGE
NAILED TO PLYWOOD
2 X 4 TAPERED TO FORM
ROOF PITCH, NAILED W/#12D
& 60D NAILS
12" O.C.
DOW STYROFOAM WETHERMATE
PLUS HOUSE WRAP
2 X 6'S @ 16" O.C.
R-19 FIBERGLASS INSULATION
2 X 4 TOP PLATE FASTENED
TO TOP OF WALL WITH
#12D COMMON NAIL EVERY 12"
R-11
FIBERGLASS
PLUS HOUSE WRAP
ROOF FASTENED TO WALL EVERY
24" WITH 3/8" X 6" LAG BOLTS
COUNTERSUNK 1 1/2"
1/2" EXTERIOR RATED WALL
SHEATHING PANEL W/.131" X 3" NAIL
COVE MOLDING
COVE MOLDING
R-11
FIBERGLASS
INTERIOR WALL AND CEILING TO
TO BE FINISHED WITH 3/4"
PREFINISHED FRP/OSB BOARD
#5 AGGREGATE PANEL SCREWED
VERTICALLY 12" O.C. PERIMETER
OVER STUDS AND 24" IN FIELD
W/2" S.S. SCREWS
AGGREGATE PANEL SCREWED
W/2" S.S. SCREWS
INTERIOR OF WALL TO
BE FINISHED WITH
3/4" FRP/OSB BOARD
3 1/2" FIBERGLASS INSULATION
INTERIOR OF WALL TO BE
FINISHED WITH PREFINISHED
FRP/OSB BOARD
AGGREGATE PANEL SCREWED VERTICALLY
12" O.C. PERIMETER OVER STUDS
AND 24" IN FIELD W/2" S.S. SCREWS
PLUS HOUSE WRAP
2" BASEBOARD
NOTES:
1. ALL PLYWOOD SHALL BE NAILED EVERY 6" AROUND
PERIMETER AND EVERY 12" IN FIELD.
2. HOUSE WRAP TO BE INSTALLED 1/8" BELOW SHEETING AND
EXTEND TO TOP OF TOP PLATE. ALL SEAMS TO BE LAPPED
6" AND TAPED W/SEAM TAPE.
3. ALL SCREW HOLES THROUGH PANELS FILLED WITH
POLYURETHANE CAULK PRIOR TO SCREW BEING INSTALLED.
4. ALL STRUCTURAL LUMBER SHALL BE SPF #1 OR #2.
5. ALL CDX, EXTERIOR SHEATHING & T&G GLUED TO STUDS
WITH ENERBOND SF GLUE TO ALL STUDS BEFORE NAILING.
1/8" COMMERCIAL GRADE TILE
WALL FASTENED TO FLOOR EVERY
24" WITH 3/8" X 3" LAG BOLT
2 X 4'S @ 16" O.C.
R-11 FIBERGLASS
BOTTOM OF WALL SEALED WITH
CONSTRUCTION ADHESIVE SEALANT
3/4" T & G STURD-I-FLOOR NAILED
TO FLOOR FRAMING W/.131" X 3" NAIL
THERMOBOND
BOTTOM OF FLOOR IS 3/4" CDX PLYWOOD
SEALING WITH AN ASPHALT UNDERCOATING
AND A 18 X 16 X .011 WIRE MESH FOR RODENT
PROTECTION
BUILDINGS
3/8" X 3" LAG BOLT @ 12" O.C.
6" X #9 BEAM
NONE
8/7/13
DJO
1212-960
BUILDING CONSTRUCTION
DETAILS
EAGLE COUNTY
AGB9065
PAGE 8 OF 11
3/4" T & G STURD-I-FLOOR
NAILED TO FLOOR FRAMING
WITH .131" X 3" NAILS
1/8" COMMERCIAL
GRADE TILE
2 X 4'S @ 16" O.C.
BOTTOM OF FLOOR IS 3/4" CDX
PLYWOOD SEALED WITH ASPHALT
UNDERCOATING AND A 18 X 16 X .011 WIRE
MESH FOR RODENT PROTECTION
INTERIOR FRP/OSB BOARD FASTENED
TO 2 X 4 W/#8D FINISH NAIL.
2 X 4'S @ 16" O.C.
FLOOR PANEL
INTERIOR TRIM STRIP FASTENED
TO SEAM
AGGREGATE PANEL SCREWED
W/2" S.S. SCREWS
2" AGGREGATE TRIM STRIP
1/2" EXTERIOR RATED WALL PLUS HOUSE WRAP
1/4" GAP BETWEEN AGGREGATE PANELS
FILLED W/1/4" X 1/4" POLYURETHANE
CAULK.
NOTES:
THERMOBOND
BUILDINGS
NONE
8/7/13
DJO
1212-960
DETAILS
EAGLE COUNTY
AGB9065
PAGE 9 OF 11
2 X 4 ON CENTER LINE OF ROOF
AND FASTENED TO ROOF WITH
#60D NAILS EVERY 12" O.C.
TO 2 X 4 W/.131" X 3" NAILS.
2 X 4 TAPERED TO FORM
ROOF PITCH
2 X 6 ROOF JOIST
SPACED 16" O.C.
INTERIOR PREFINISH FRP/OSB TO BE
FASTENED TO 2 X 4 W/#8D FINISH NAIL.
TO 2 X 4 W/.131" X 3" NAILS.
2 X 6 ROOF JOIST
SPACED 16" O.C.
NOTES:
DOUBLE 2 X 4 TOP PLATE.
THERMOBOND
BUILDINGS
NONE
8/7/13
DJO
1212-960
DETAILS
EAGLE COUNTY
AGB9065
PAGE 10 OF 11
#2 AWG BARE STRANDED COPPER WIRE
CABLE LADDER SECTION
BURNDY COMPRESSION
CLAMP
2 HOLE LUG
#6 STRANDED COPPER WIRE
8" RADIUS MIN.
POINT BLUNT END TOWARDS GROUND BAR
#6 AWG GREEN JACKETED STRANDED WIRE
GROUND CLAMP
CORNER CLAMP
CONDUIT
TYPICAL CONDUIT GROUNDING
LADDER BONDING
#2 AWG BARE STRANDED COPPER WIRE
BURNDY COMPRESSION
CLAMP
CABLE LADDER SECTION
#6 STRANDED COPPER WIRE
SPLICE CLAMP
POINT BLUNT END TOWARDS GROUND BAR
#6 AWG GREEN JACKETED STRANDED WIRE
PANDUIT STANDOFF
2 HOLE LUG
SPLICE CLAMP
METALLIC EQUIPMENT
2 HOLE LUG
2 HOLE LUG
LADDER SPLICE WITH BONDING JUMPER
EQUIPMENT & FRAME BONDING TO HALO GROUND
GROUNDING:
1. USE NO-OX AT ALL GROUND TERMINATIONS.
2. PLACE HEAT SHRINK TUBING ON GROUND BAR
PIGTAILS THAT CROSS WALL MOUNTED CONDUIT.
3. All STANDOFFS ARE SPACED 24" O.C.
4. ALL DOORS ARE TO BE GROUNDED TO THEIR
FRAMES WITH WELDING WIRE. USE #2 GAUGE
WELDING WIRE AND BURNDY TWO-HOLE LUGS.
PLACE A 2" BAND OF GREENTAPE AT EACH END OF
THE JUMPER.
THERMOBOND
BUILDINGS
NONE
8/7/13
DJO
1212-960
BUILDING INTEGRATION
DETAILS
EAGLE COUNTY
AGB9065
PAGE 11 OF 11
15'-10 1/4"
6"
2'-6"
2'
1
6"
4
4
DOOR
4
4
6"
4
4'-11 1/8"
6"
4
4'
4'
4'
3'-1014"
2
3
9'-10 1/4"
3
4'-11 1/8"
1
3
6"
2
1
4
1
4
6"
1
4
6"
1'-6"
12'-10 1/4"
1'-6"
3/8" = 1' SCALE
TOP VIEW
BUILDING
ANCHOR BOLT
3
SKID BEAM
3/16"
3/16"
TYP.
1
3/16"
3/16"
HOLD DOWN PLATE
4.
3.
2.
1.
9
6
2
5
A36
A500B
A992
TOTAL BLACK STEEL WEIGHT
6" GROUND PLATE
ANGLE, SUPPORT (2 X 2 X 1/4)
PIPE SUPPORT (3" NOM. SCH 40)
BEAM SUPPORT (W6 X 9#) GRADE 50
864.6#
95.7#
156.9#
612.0#
TYP.
1
FOUNDATION
NOTES:
1. FINISH: PAINTED W/ BROWN RUST PREVENTATIVE PAINT.
2"
THERMOBOND
BUILDINGS
2"
4"
2
4"
1 1/2" = 1' SCALE
PLATE TO BE
1/4" THICK
GRADE A36
WITH 3/4" DIA
CUTOUT
1 1/2" = 1' SCALE
1 1/2" = 1' SCALE
UNLESS OTHERWISE SPECIFIED ALL DIMENSIONS
SHOWN ON THIS DRAWING SHALL HAVE THE
FOLLOWING TOLERANCE:
FRACTION
ANGLE
NONE
8/7/13
DJO
1212-960
BOX SKID ASSEMBLY FOR
10'W. OD X 16'L. OD X 9'H. ID BUILDING
EAGLE COUNTY
15B1016
PAGE 1 OF 2
6"
3/16"
283"
TYP.
1"
543"
2 HOLE LUG
TYP.
283"
SKID BEAM
3/16"
6" = 1' SCALE
PLATE TAPPED
FOR 3/8" BOLT
112" 1"
1"
1"
112"
6" = 1' SCALE
THERMOBOND
BUILDINGS
NONE
8/7/13
DJO
1212-960
SKID GROUNDING
PLATE DETAIL
EAGLE COUNTY
15B1016
PAGE 2 OF 2
ANCHOR BOLTS 3/4" X 6"
(GR. 5)
ANCHOR BOLTS 3/4" X 6"
(GR. 5)
2"
2"
OUTLINE OF OUTSIDE OF BUILDING
2 3/4"
GRADE
OF CONCRETE PIERS
6'-0" MIN. OR 6" BELOW
6 X 6 - 10 X 10
WIRE MESH
1'-0"
RD. OR SQ.
CL
OF CONCRETE PIERS
CL OF CONCRETE PIERS
CL
CL
OF CONCRETE PIERS
PIERS MAY BE 1'-0"
ROUND OR SQUARE
NOTES:
1. CONCRETE SHALL ATTAIN A MINIMUM ULTIMATE
COMPRESSION STRENGTH OF 4000 PSI WITHIN 28 DAYS.
2. ALL REBAR TO HAVE A MINIMUM OF 2" CONCRETE
COVER.
3. TOP OF EACH PIER SHALL BE LEVEL TO WITHIN 1/8"
THERMOBOND
BUILDINGS
3/8"=1'
8/7/13
DJO
1212-960
PIER FOUNDATION FOR 10'W. OD
X 16'L. OD X 9'H. ID BUILDING
EAGLE COUNTY
P15B1016
PAGE 1 OF 1

thermobond - Eagle County

Transcription

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